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WIDTH 'A'
BEVEL END SECTION TOE OF
1' TO MATCH SLOPE SLOPE
THICKNESS
BEVEL END SECTION
TO MATCH SLOPE
THIC
NOTE:
1. LINE OPPOSITE BANK
TO ACHIEVE LENGTH
OR END OUTFALL
PROTECTION AT TOP
OF BANK.
OUTLET
PROTECTION
CONSTRUCTION
GEOTEXTILE FOR
SEPARATION
LENGTH
E NOTE 1)
TOP OF BANK
OR TOP OF
OUTFALL
PROTECTION.
ROCK OUTFALL PROTECTION
N.T.S.
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FILE NAME c:\pwworking\nai\_Xjzigweid\d0321992XC8811_DE_DD145A.dgn
TIME 1:21:57 PM REGION I STATE FED.AID PROJ.NO. �` D Zrc PLAN REF NO
DATE 1v1v2o19� oswas _ 1-405 / SR 167 INTERCHANGE DD145A
PLOTTED BY JeffZ 10 was = DIRECT CONNECTOR
DESIGNED BY J. TURCOTT aoe NUMBER
o
Washington State SHEET
ENTERED BY A. MAILLOUX
CHECKED BY J. ZIGWEID REV. 1 - RF10386 11/12/19 CONTRACT NO. LOCATION NO. �s �c1ST� ���� Department of Transportation 2OF
08
PROD. ENGR. C. CHEN REV. 0 - RF10256 4/6/18 0 1
REGIONAL ADM. L. ENG REVISION DATE BY C8811 P.E. STAMP BOx (DAP.E. STAMP eox DATE DRAINAGE DETAILS $$TS